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HomeMy WebLinkAboutProduct Approval; Accordion Shutters777 IN BCIS Home Log In User Registration Hot Topics ' Submit Surcharge ! Stats & Facts j Publications Contact Us BCIS Site Map i Links Search s ;a K'Product Approval USER: Public User a> Product Approval Menu > Product or Application Search > Application List > Application Detail s s s FL # FL389-R10 : 1 B7 Application Type Revision Code Version 2020 REVIEWZIO Application Status Approved C®®e Comments ST. LUcle �,®"� Archived S®C ®e �1 e Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com c Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative FILE C&"%py Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL # 'Model, Number or Name 1 Description 389.1 Bertha HV Accordion Shutter - Blade ' Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 and bottom) for storm protection Limits of Use � Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3" for 40 psf FL389 R10 AE PER ASSA BLADE3.pdf positive ASD load and 13'-0" for 35 psf negative ASD load the i Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 i blade w/o window blade and W-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is i 79" for max. ASD pressure rating of +72,-72 and 84" for i +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter -Blade 1 i Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 20-164 ............. _.._............ ........ _._.... _............... _....._............. _._........ _........... ...-...................................... _... .... _..__....... _.................................... and bottom) for storm protection ,...... ---................... Limits of Use ........ _........_...._... ...... _...... ... --............._.._................................ ----._......................................... _..... .._........... _...... ; ! Installation Instructions i Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADEl.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f FL389 R10 AE PER ASSA BLADEI.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes configuration for the HVl blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals I stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top w COMBO- (Non-HVHZ)- Drwg 20-163 I and bottom) for storm protection Limits of Use ........ _____.__.__! Installation Instructions i Approved for use in HVHZ: No i FL389 R10 II DRW ASSA BLADE1 2.pdf Approved for use outside HVHZ: Yes 1 Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for 1 FL389 R10 AE PER ASSA BLADEI 2.pdf Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 1 Created by Independent Third Party: Yes and 28 respectively Ei5 E.YC' Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ��•.R 15--ii7l nk Credit Card Safe. GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 QUIT EDIIION)OF THE. FLORIDABUILDING CODE. THIS ACCORDION, SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN 11'IND LOADS BY MULTIPLYING THEM BY 0.5 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS b= USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1.2 OF THE ABOVE MENTONED CODE AS PER ATL REPORTS: -HV BLADE O #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05. #0317.02-06, 00609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE @ #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND b 0725.01-BB AS PER TAS 202 PROTOCOL. 2. HV BLADE ,D AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND #14x1.75" RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL. SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TB ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION ill-6 OF THE 2015 ALUMINUM DESIGN MANUAL. S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH'. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A- 307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (71 : 12,13,14,15 AND 20 HV BLADE O & 9 WORKING IN UNISON: 12. 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT ¢6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT S5'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE W11H WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND 110 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER-S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.U., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.C. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. 02020 TILTECO. INC. /TIL ECON..\. r No. 44137 STATE i 9'.0<•'•. FtO �G•. XL `.<. F ; �.` �:„G,.,�';EAL/SIGNATLIRE/DATE TILLIT TESTING & ENGINEERING COMPANY 6353 N.X. 351N. 5!.. file. 3C3, NRGINU GA40EN5, rLowlu, 33 PNon : 1305)871-1530 . Fox : (305)871-1531 eml: Ukecu®oc.— CA- 006719 WALTER APLUTJrP.E. .` noRla ut. y 44167i/''746 TABLE OF CONTENTS AREA 1: HV BLADES (11) & P GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPCAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE n AND HV WINDOW BLADE 11A7 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3• HV WINDOW BLADE A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE In ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA American Shutter Systems Association, Inc. 4268 Westroaas Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurricane 02020 EASTERN METAL SUPPLY. INC. 71-" R AYAK I" K TM Accordion Shutter System RV. GLADE #1 W/ OR W/O RV. WINDOW BLADE 17-107 DRAWING No 20-164 . 3'o FOR w OOW u 4 e 7 �1 (1�_yV SOLID BLADE COVERED UNDER US PATENT # 5458179 jf) HV WINDOW BLADE - LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ALLOY AND TEMPER 670 2.226' ' y -:e 2 !..... ........�...._-- _._____..____ Q6)HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE `) 6063-T6 ALLOY ANC TEMPER I St/ o - 08 -... 083 o60 h✓ O60 Q " il70' 1 686,o ,11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE(DONLY, SEE SECTIONS FOR VALIDITY, 6063-T6 ALLOY AND TEMPER ,i 'i t SII0E ANGLES QUALIFIED FOR USE W/ HV BLADE,T 6063-T6 ALLOY AND TEMPER es m 0 0,454'Yi'�l__...... ............ 41_._....._____.__`L. 4385' _ UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE01✓ 6005-T5 ALLOY AND TEMPER ._......._... ..-3.276.�...._._ 1.500' _pp n: J HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE (1� 6063--T6 ALLOY AND TEMPER m` OEO 0. AI ofia •. mta ..........._E 1 HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1OONL.Y 6063-T6 ALLOY AND TEMPER _......... __.._....._._D...._....__._.__ ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (1) ONLY. 6063-T6 ALLOY AND TEMPER No. 441 t 7� ,i• 7t. .. ter_.. _...... � . STATE 0' lzt9 C <(s ••... . . i °',,,.NNAL 41>17a 7-11T—r HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE r1' 5063-T6 ALLOY AND TEMPER l o0i �v 670' (B�HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE Cl) 6063-T6 ALLOY AND TEMPER 093 0 o of ^i j HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE(l) SEE SECTIONS FOR VALIDITY, 6063-T6 ALLOY AND TEMPER 1 COL.{PCNENT A R TT T2 (7� 2 15 MAX. 1/8 € 1/8- 2' 5' MAXI 0.192" 0.192' ........... _ ~�0.190' j f 2.5' (7' MAX. 0.190" ....._................ _.._ L9 ........ ..............._._.... 2- ....... ............ _..:.__..__.__. 5' MAX.: 0.139" 02020 P.LTECO, INC. ITTNC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., St.. 305, WR-A CWtDENS. F_ORIM 33 Phone : (305)671-1530 . For : (305)e71-1531 6- .H: tiiteca9aou— CA-COU6719 WALTER A TILUr Ur. P.E. FLORIDA LIC. If 44167 7.491' 2 4>� c �� HV 90'/1 SO' STARTER QUALIFIED FCR USE W/ HV BLAUE 1 6063-T6 ALLOY AND TEMPER 2 670 .994 671 Of10 8d2, n 9 ti jo N >I 1 19 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1 936" ip ' M r 12S ({ 1093 I 1".. .... 1 083 � or E70: y7t _ HD WALL HEADER/SILL QUAJFIED FOR USE W/ HV BLADE (11 ONLY. 6063-T6 ALLOY AND TEMPER i ....._...-_....... { I ff2- @',) CORNE POSTS QUALIFIED FOR USE W/ HV BLADE ) 6063-T6 ALLOY AND TEMPER .. . . American Shutter Systems Association, Inc. 4268 Westroods Drive West POlrn Beach, FL 33407 �b HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1' 6063-T6 ALLOY A*D TEMPER CODE (Non Nigh Velocity Hurricone 02020 EASTERN METAL SUPPLY, INC. ■::si.alkR■e s ■■TrTti! Accordion Shutter System KV. BLADE #1 W/ OR W/O KV. W14M J BLADE DRAWING No 20-164 2.293 745 f, ti t 062 L 1 o 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADEI✓1& 1.4i ONLY 6063-T6 ALLOY AND TEMPER Y .r i 1 bl PLAN FRONT ELEVATION 271 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEC! )ONLY 6063-T6 ALLOY AND TEMPER 1.917 N �] .214 m. L....... .... ___�L....:-_...—..� ...F o M 660 FLAT' TNRCA➢EO SSNMEDEL 1/4. 2D 1� r nDo fiA1tE0 MREAOEJ 3 -01E CASs • ry J - , HGUSING ENMLEL WE PNMED �r~i ..EGRESS NRN• 7 `{ j I 9 i e. .ETiO Knoll. .. I( ............•-..y... jaIl 1t1 r nEL `-,S BRASS CYLIDER BRASS CYLINDER .............................. ..,.., aJ PLAT KEYS (CNRONE (CHROME PLATED) .I. •, { „ ' u ....1 HV LOCK 162 HV FLOATING CENTE MATE''• yr .' °sq; ' 3?5 m,. y,. a.._a. ®HV EGRESS LOCK QUALIFIED FOR USE W HV BLADE, 1)& 1P: ONLY3.oz3;............? I_a75: QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ tIV 6063-T6 ALLOY AND TEMPER ,� HV CORNER CENTERMATE BLADE(I') & ® ONLY BLADE 1Cj& 13 ONLY. QUALIFIED FOR USE W/ HV BLADE(I�ONLY r.250 oG ? 974 60 3 T6 ALLOY AND TEMPER t i 756 9?? 1 t -`2�- MOLDED TO SCREW • 3 � r i �E- PLASTIC HEAD �...i 181 - I LBJI AFTER ORIVETING 823 BEFORE RNETINC ,1/4 9-201 tij� S.S. THUMBS W 1/4"0-20 RIVjJUT�D OVA 1 .: SH ER;ES 9444 ALUMINUM(2024-73 ALLOY) LARGE FLANGE THIN L 622,_ ELT NI/TSERT, PART LF 820, AS MANUFACTURED BY AVOEL aHV MALE "T" LQCK CE_�1 TEgMA�E, !_._._ „4566 € CHERRY iEAIORN, PANSIPPENY, NEW JERSEY 07054 OR EQUAL. QUALIFIED FOR USE W/ HV 8LAUE `) 'ONLY �FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ®EiV ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPEP. - QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR 11 USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPS(1-IONLY W/I'll/ BLADE U ONLY. BLADE I I ONLY. U Hal CXNTERMATE W/ NO LOCKING ROD L321 QUALIFIED FOR USE W/ HV BLADE;J)& UA 60a3-T6 ALLOY AND TEMPER VAWFS 12 M N 1/4 20 54 ON 3/tl tfi 0 (SEE E DETNL_)THUMOSCREWS 1 ,....'sls '€ LOCKING ROD n, QUALIFIED FOR USE W/ HV BLADE CI 6063-1`6 ALLOY AND TEMPER A 1-5)INSTALLATION WILL REQUIRE A 7/16- HOLE DYiILLED AT TRACKS FOR PROPER EMBEDMENT 1.917" 6063-T6 ALLOY AND TEMPER 4 i6'.HV 3 8"0-16 ACE THUMBSCREWS QUALIFIED FOR USE Wf HV � HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADEC& 7gi 6063-T6 ALLOY AND TEMPER t1/2 M _1/4P (37s HV 1 /4" 4s-20 ANSI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Cl) \t\\\-�� A. t C/ 02020 TILTECO, INC. :I No. 44 * ' STATE -;�F�' (•. 4oRli Yf//fl,.....1 67 — - S /J F 1�1%`4 CCAI /rlrnln n lnr /nnrr L "�O, TILLIT TESTING & ENGINEERING COMPANY 6355 N.N'. ]61n. St., Sta. 305, MRGNIA OAROENS, FLORMA 33 P-1 : (305)871-153C . F,x : (305)6T1-IS}1 e-.mRll: fiR«o�4o!.�or CA-O WALTER A.R 11L1 LJr. P.E. FLORIDA Lk. d 44167 i ..._...1 ..� E I �af• � i THUMDTURN { f I I CYLINDER OR r:,�• KEY CYLINDER 545' 0.675• Min. z i 0Wti n 1 .125' Mcz. ola 0 I m. I 604' }} THUM CYLIDTURN OR KEY -w I NDER I _ I IST Mn_ CYL.INDER I_.._. _. _. )44 B LOCK BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LOCK. QUALIFIED FOR USE W/ [IV BLADED&. QA,j FLORIDA BUILDING CODE (Non High Velocity Hurricane 'LJ` 2020 EASTERN METAL SUPPLY, INC. , American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 I 8-or' a ■ ■Mi " V TM Accordion Shutter System H.V. R-AE g1 W/ OR W/O RV. WINDON OaDE OLD 17- LAW'ING No 20-164 SHUTTER ASSEMBLY SCHEDULE F0� HV QA HV 44 : O H\ BLADE 1 ._. .....„.................... .. W._..,......, . .,H✓ BLADE 1.4 git....................................................l.r. �YJ............J ? ® H✓ LCNG RECESSED NYLON BUSHING . ... ...... ;{ �, --•--- °s ® HV SHORT RECESSED NYLON' BUSHING !1 4 H' NYLON HAT WASHER O OR ® ! ® ......... .. .....C........... _..... _.. T, h «h i 41 H4i WHEELF,RRIACE AISI 302-303 SERIES I i 0.870'x3f16" THICK NYLON WHEEL. II ' r2.___'' e 0.188'ro AISI 302 SERIES S.S. RIVETS,.(....:..._:.....-1.._...............i.'. , .315 4t I ® HIV 1 3/4ACCORDION PIN Wf #8 HEAD * EXTERIOR ... __ _... _..... .. a3 f i !l! HV 2 i/4 ACCORDION PIN Wf #8 HEAD * �-I ..�-•-w--,�-i.�-. 'x 5...... _...... .. ...._ . . _ ........ POLYC.ARBONATE IMPACT RESISTANT HV WINDOW I OOR (SEE NOTE FOR IREGUIREMENTS) f 1, OR '1 HV PIN REQUIREMENTS AT EXTFgiOR BLADE KNUCKLE FOR --4i:r---=-=-'� HV � '':� -':,• b::;iL_ AL'NAYS BEUSED,:AT ALi.. EkiE.!*rc �38 .r"ryym F,' T")N. K"ILICKi.'-...., OF HV ACCOR. IOIN SYSTEM W/ I IV ( OR H`` Q: BLADE -TYPICAL SHUTTER ASSEMBLY N•c (E' 'J �a E>•;;Y E E USE: OF (3t ANOD CINLY - E T-c:ICrc. B4O17 ?Fd KNi;CKLES 0;' '-V AM)RI)XON SYSTEM W/ I I"% 6AUs_ 4VFiLty CC:R'tcSFONL%;Nt: f0 :.NS:ALLATIc)N "Its, S>IEi"' .. + (.>: .., "i'iN iIlT C.3 WI/i/2" J.E'i. :;16" THICK S.S. }+.'rSit:.R SHALL BE USED FOR DIRECT M(.)UNT ZNSTALI_•":TIM' . •'R ,^.ETAIi.. WHEEL CARRIAGE nrTTAIL (li OR i HV PIN U OR (�}. AT Ex OF, BLADE'S KNUCKLE. (SEE NOTE x Fof4 RERWREMENTS) iC. K E KLE K, t CEXAR `se 'Er.:IJ TRADE . OrE IN G5,.. EXTERIOR ;, ASSEMBLY LAYOUT 9,f HV BLADE SOLID & 1'A HV WINDOW BLADE DETAILS N.7 S. —_ DilU20 -TILTEC.4, !NC. 7-7M 7 77eErrn TELLIT TESTING & ENGINEERING COMPANY tMs N.W. 3CE1. 11., Si, 365. Wici ' -WPEliS, f`.:i!Mk X ?hone (?M)6::-.e530 . F.. '.)5)n:•_.t55t FLC:?IDA U.. x 44167 0625" r LN' TYPICAL HV YIINDOW BLADE ON AND T POLYCARBONATE HV WINDOW DETAIL • 3AYi?R M.AKRO N �103 r L C. ;:iOtJA E: t uiti. ETJ,A;l i;t: I RFS:NR, li' -S7n 7E., GRADE 'OR SA:DIC iC Bit'SE Bdl":13b; i !NNOVtTIVE PLASTIC LIXAN 1^3 <:_;,fN i t (SEE NOTE '(' .`N SIilCEii I POLYC,ARBONATE SOURCES FOR (ftj ArF )rTJ)� F n - ut TFFSiE `F{!y,!) STFIMI i, ,rru n5.ss FI vxlL SltU1CT!t Ar ?.W) Ate,+CIJti 1?.'Ai^;,.a.i. 2'.0 1.�. fu.ngk MOGULv$ XL-L' 4>:9i M0 :OTCHFA Eiu'R A<:N C^..X, aru rza•a !H :;.z z ,+.:: x Asa s�4rxE n�l� WE. L:' UU.Z':TS0 anM U633 C-1 Lill,, :aEif' ICNri1CN iMILF. SIHEt+:::irt Ai'iEN xkTF'eiE'i'J!I:: iCtiM1E SI'f!SS 3£F'SE �5t+.'l,ES;ENC FStN i,,F FLORIDA BUILDING CODE (Mori Mien 9le achy (il:rr ca^e Z, T1e; M Iffi American Shutter Sy stems Association, Inc. G8 Westroo6s :'rive Vicsi --� , Palm Beac:,, FL 33 rC' CE 2020 E:FSTERN MM;Y. SUF'-'t.Y. INC. BERTHA WMI Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WNDCkV BLADE — - EY.v-N• _..__ .._.___...._. CFSCNIP4CN i CATE ?.^.2�54 TIY: u.F 411 1:t.. i07 i24 Da:c: T/2J2+•^:23 2 .. '• .' "`---'�""---'-_ .:...............'l 20`-164 n a SEE EN CONNE DETAILS SHEETS C31 • �� w �1•�,A� w 1�I�is,!w6 :�qvw C�'J �DJ �� G �E.Y • E:J M� N 5 I fl. C 136 GC� J- D�- TI—! @5! y NDC-HVLi i I j'IIu,Ii 1 ' 1�1 r .!I ... ..... H -NDD-D 014 ON !F > t .>to 0, 6 (µq) .5 ?3_21;r - s`- -0 Sc� I8 TYP. FULL HEIGHT. ;......i3@' ? '" .. OF CORNER _ ._ ..._..___._..__.__._.__......__._. , . ...... C=NTERMATE I (7)-8 _@0), D� 31+1 .f-DR C19p,-;f5 TYPICAL 1:j HV BLADE SHUTTER ELEVATION N.T.S. c NOTES ON HV LOCKS AND CENTERMATES _ 1. AIAHOATORf CONDITION i1: ONE HV LOCK or I� SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1J2 OF SHUTTER SPAN FOR SPAtJS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK K_Y or !' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO q>1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.L-!T: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE'S, UP TO TWO HV „,� f LOCKS OR (L MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES q) OR �� SMiA 2, BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 3. 12 IS USED w/rwo H V. 1 OCKSL• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 02. ONE HV LOCK Q5 Q o SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 12 or Vy SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS I AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. } 5 FIRST ALTERNATF TO MANr1ATO Y rrijljg N_j,T_YP11t1..GIXLX..f.OiL„t(1:..1• 5�. .1 ONE ALTERNATE HV LOCK 2S WAY BE USED IN LIEU Of HV LUCK or FOR ANY SPAN AND f INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK. MAY BE USED AS AN -�NSIDE�OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-2Ox3/4" S.S. THUMBSCREW TO �) OR � CENTERMATES SHALL BE MADE W/ 1/4'0-200/4" ALUM. 4 RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LUCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1 3 F 0 SHUTTER SPAN. MANDATORY DATORY CONDITION 63 FOR KEYSTONE MOUNTING INSTALLATIONS- I eTIONc ONE HV LOCK C4 or @. or �D SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 24 or 93 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR 6_1 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. MANDATORY CONDITION 11 VALID ONLY FOR Hy -r LOCK db Mp CENTERMATES 0 AND 1 ONE ALTERNATE HV -T" LOCK (50 MAY BE INSTALLED IN LIEU OF HV LOCKS �j OR 0 FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 0( PAY BE USED AS AN INSIDE OR OUTSIDE LUCK. ATTACHMENT OF LOCK & INCLUDES USING REINFORCING LOCKER (h • AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES C8 AND @ W/ 1/4"O-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' W114CNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A ./4'Ox 5/8" RNNUT._LOCK MAY BE INSTALLED AT MIDSPAN OR 12- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Ob) TOP AND BOTOM 13 MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: HD IOCK'34 W/ HD C ATERMATES �}t OR �1? W/ jT : ONE ALTERNATE HD LOCK �4 MAYBE USED IN LIEU OF HV LOCKS `2.•'j OR '=iF FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK C4, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK (iJ TO (e, IS W/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERTS AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC• SHEET 10. LOCK MAY BE INSTALLED AT I MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL rLVKIUA OUIWINU LUUt (Hon High Velocity Hurricane Lcre; II Illij i 02020 TILTECO. ENE'. @2020 EASTERN METAL SUPPLY, INC. �cE,v T' Accordion Shutter System _ f'� . ;-� �_' °� H v. MADE #T w/ OR w/o RV. WNoa v MADE No.441 American Shutter Sstems —' -------' - — _ ( %- = ""'" ---- TILLIT TESTING & ENGINEERING COMPANY Y ¢Ev. H olscRlPnox T DATC CRAWN 9Y: N.P * ; 1 _ .._.. ._�.�._...__. _ • �'T �� 11-,�,�^ E= N.W. 36th. St., Ste. 31:5, NRGNN CMDENS, I'LORIM 3316t Association, Inc. 1 OLD 17-107 I1/2/2020 DATE: 7 2 2020 STATE O Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive • e-mall: u!:eco®acl.eom --- •--------._„y.+------LDRAWING No ' West P '• olrn F;eccF1, FL 33407 --3 , f •. F �� CA TIT r 19 n _ i��'C["S.• •ORID' •.•�rGa; ._-._..._--^'-- IYPI,TER A PLLrT Jr. P.E. � ((. 0 164 FL. Ue. f J4167 S i .curer .5 ?3_21;r - s`- -0 Sc� I8 TYP. FULL HEIGHT. ;......i3@' ? '" .. OF CORNER _ ._ ..._..___._..__.__._.__......__._. , . ...... C=NTERMATE I (7)-8 _@0), D� 31+1 .f-DR C19p,-;f5 TYPICAL 1:j HV BLADE SHUTTER ELEVATION N.T.S. c NOTES ON HV LOCKS AND CENTERMATES _ 1. AIAHOATORf CONDITION i1: ONE HV LOCK or I� SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1J2 OF SHUTTER SPAN FOR SPAtJS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK K_Y or !' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO q>1 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.L-!T: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE'S, UP TO TWO HV „,� f LOCKS OR (L MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES q) OR �� SMiA 2, BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 3. 12 IS USED w/rwo H V. 1 OCKSL• LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 02. ONE HV LOCK Q5 Q o SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 12 or Vy SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS I AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. } 5 FIRST ALTERNATF TO MANr1ATO Y rrijljg N_j,T_YP11t1..GIXLX..f.OiL„t(1:..1• 5�. .1 ONE ALTERNATE HV LOCK 2S WAY BE USED IN LIEU Of HV LUCK or FOR ANY SPAN AND f INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK. MAY BE USED AS AN -�NSIDE�OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-2Ox3/4" S.S. THUMBSCREW TO �) OR � CENTERMATES SHALL BE MADE W/ 1/4'0-200/4" ALUM. 4 RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LUCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1 3 F 0 SHUTTER SPAN. MANDATORY DATORY CONDITION 63 FOR KEYSTONE MOUNTING INSTALLATIONS- I eTIONc ONE HV LOCK C4 or @. or �D SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 24 or 93 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR 6_1 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. MANDATORY CONDITION 11 VALID ONLY FOR Hy -r LOCK db Mp CENTERMATES 0 AND 1 ONE ALTERNATE HV -T" LOCK (50 MAY BE INSTALLED IN LIEU OF HV LOCKS �j OR 0 FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 0( PAY BE USED AS AN INSIDE OR OUTSIDE LUCK. ATTACHMENT OF LOCK & INCLUDES USING REINFORCING LOCKER (h • AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES C8 AND @ W/ 1/4"O-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' W114CNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A ./4'Ox 5/8" RNNUT._LOCK MAY BE INSTALLED AT MIDSPAN OR 12- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Ob) TOP AND BOTOM 13 MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: HD IOCK'34 W/ HD C ATERMATES �}t OR �1? W/ jT : ONE ALTERNATE HD LOCK �4 MAYBE USED IN LIEU OF HV LOCKS `2.•'j OR '=iF FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK C4, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK (iJ TO (e, IS W/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERTS AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC• SHEET 10. LOCK MAY BE INSTALLED AT I MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL rLVKIUA OUIWINU LUUt (Hon High Velocity Hurricane Lcre; II Illij i 02020 TILTECO. ENE'. @2020 EASTERN METAL SUPPLY, INC. �cE,v T' Accordion Shutter System _ f'� . ;-� �_' °� H v. MADE #T w/ OR w/o RV. WNoa v MADE No.441 American Shutter Sstems —' -------' - — _ ( %- = ""'" ---- TILLIT TESTING & ENGINEERING COMPANY Y ¢Ev. H olscRlPnox T DATC CRAWN 9Y: N.P * ; 1 _ .._.. ._�.�._...__. _ • �'T �� 11-,�,�^ E= N.W. 36th. St., Ste. 31:5, NRGNN CMDENS, I'LORIM 3316t Association, Inc. 1 OLD 17-107 I1/2/2020 DATE: 7 2 2020 STATE O Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive • e-mall: u!:eco®acl.eom --- •--------._„y.+------LDRAWING No ' West P '• olrn F;eccF1, FL 33407 --3 , f •. F �� CA TIT r 19 n _ i��'C["S.• •ORID' •.•�rGa; ._-._..._--^'-- IYPI,TER A PLLrT Jr. P.E. � ((. 0 164 FL. Ue. f J4167 S i .curer —CONCRETE ANCHORS POURED CONCRETE POURED•- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK? CONCRETE CONCRETE•-\ SHEET 13) REQUIRED . I/4'e-20xJ/a'S.S. R WIRED REQUIRED ,. i_. CONCRETE ANCHORS MACHINE SCREWS i -) CONCRETE ANCHORS IFOfl ,/' 7 +� (SEE SCHEDULE ON W/ 1/4`-20 / \. ." JJ _ EYSTONE (SEE MOUNTING ®ON SHEET 7) F` (SEE SCHEDULE ON SHEET 13) /(, ®oR SA �! f t i- SHEET 13) NUTS a 12' O.C. J / 17 1 i '• '� �k /-.�%lOR�4/ = i' E0 }-EQNay/ MACHINE OSC1/4-20RENS .S. ( J� 1'. r } USING 1/420 NUTS EO h; CO i"' - -C- f" • rT 91 'I�"y`� I •' --= T"__L� 0 12• o.C. " 1/ - - �=, E. C + I /- , / / ti fI ! ..,250' Mox - i I � 5 i ........ 13, 04 ' $ .%` f 1��i — `-.' ti'. _.... 103 1 5 f T I .. 50 MOx D / Y ..'N 1 II _ 0.. .. t.. ��' F , �_ - Tom! -.2 a. P i 1. I / 5'� Ii. ! / � � Ii I. Mox. OPTIONAL I i I '-- OPTIONAL EXISTING ♦ I I 1{ , 1T} 1 EXISTING- (S hl ET 11) _.. ...9IC' ) n raR M.eE 4�rro 1 ;-0R 1 -(SEE CLASS .. 0 �? i 9 T __....;.../ ,._..___•-_ (SEE SCHEDULE O TS SHE ....e GLASS-= MnoTs�e iy ¢ i d I MIN. SEPARATION TO 1•' CLASS a . ..................... _.... 4. T f._. ._..... .... .F.I_2. , (..EE SCHEDULE ON SHEET 11) 1 .+ E%ISDNG I I I I GLASSY i x _I HV WALL HEADER INSTALLATION CA,' HV WALL HEADER INSTALLATION _ __._........._....._......_ ._(__....................._..........._... © HV WALL HEADER INSTALLATION + KEYSTONE EXISTING .. < .. ..................... ....... .... .. I MINSEPARATIONI r GLTING ,..., ..�. [ ... s ... �..i q. i.... ) } I.x.... A !..' --_..MIN... .... TO I MO STfrRATIOH [ I I ♦ I '' e r i g ,^,.• (SEE SCHEDULE ON SHEET II�6• i , OR 15�A MIN. SEPARATION TO GLASS I T 7 EXISTING_') [ 1l '- X tEI.0 M S Iw , ` SEE SCHEDULE ON SHEET 11 T 4 * GUtSS} I L 11 ftYi MODE O.D� 11 j Y I I F ( ) 1 I F J I 1 3 I I C M 9kTT I9 TV1 a E s8, 1E k� 4 EXISTIN GLASS—i j} F j :.;'-OPTIONAL 71@;3'S y�# I�} « _/ / I \ w. `I'ITI•`_ryJ^ —� 11; u . OPTIONAL t 14 t T` E. 4i J / Ti i" - -.q 1/.. 0's '... s_ ....._ 1 3 I i r .IIµ, it F N IIIt. S- -'iI /I�1/2 r• r--_ _" _ .._'^ i j1 j ""''tl_..9✓� _EO jLa - / c _.._.... _ _ , �.1/4"O-''a0x3/a' S.S. aJ T PHILLIPS TRUSS HEAL / /'� EO ,- EO ^ MACHINE SCREWS USING t, 1 4 o-20xJ/4" S.S. PH�LLIPa 108 i 1" 1/a""-20 NUTS t� h2" O.C. t -.. _... .. TRUSS HEAD MACHINE SCREWS \..-CONCRETE ANCHORS ! _.....__s...l. ` CONCRETE ANTE ONS . / �_ i' SEE SCHEDULE W/ 1/4'-20 NUTS a 12" D.C. cD f (SEE SCHEDULE ON SHEET 13) / / / } Min. POURED CONCRETE SHEET 13) POURED CONCRETE ,....f t OR CONCRETE BLOCK OR CONCRETE BLOCK �/- ':j'- --.... tCONCRETE ANCHORS REQUIRED WAIL REQUIRED D� HV WALL SILL INSTALLATION f (SEF. SCHEDULE ON ( 1 POURED TE......;I SHEET 14) FJHV WALL SILL INSTALLATION OR CONCRETERETE GBLOCK WALL REQUIRED C� HV WALL SILL INSTALLATION E "° FQ"..�.°L•t@L"9TIR"-S:�sE`z(4N5: — _ — _-.- INSTALLATION DETAILS W/ 11- SEE SHEET 4 FOR TYPICAL SHUTTER + E. Q. = eDGE DISTANCE { ASSEMBLY - F. SEA LIMITATIONS OF USE FOR %1" (� `' 1 2- MOUNTING SECP.ONS CAN BE COMBINED (SEE SPECInCATIONS ON SHEET 13) BLADE (EA)ON SMECTU19 1, 1 ,£ H Y B LA D E ! It N gryY WAY TO SLIT ANY INSTALLATION. - _,.................. __........_..._..--'-__.__........_._.�.._�. ....,...�....» FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone', ! 02020 TILiECO. INC. J 2020 EASTERN t4EtAL SUPPLY, INC. \`t�TctIII,LI}}} r(T,YY — BERTHA HV14i �.` S�.• 4�CEN, , ' .• ME � � Q�-, � � e r Accordion Shutter System No. 441 7% ULADE -` w= Hv. BLADEi w/ OR w/o RV. WINDOWv -`� Amerlcan Shutter Systems .Lv. Nell OESCMPTION DATE I DRAWN BY: MP •YAssociatlone Inc. I OLD 17-107 :/2/202' DATE: 7/2/2020 6355 N.W. J61A. St.. Ste. JOS, VIRGINIA GARDENS. FLORIDA WIS �'. STATED .• = TILLIT TESTING & ENGINEERING COMPANY PI -I,: (305)871-1330 . Fox : (305)E71-1531 426E Westroads Drive 2 1 O F e-mute tiRecolTaoLwm West Palm Beach, FL 33407 3 DRAWING No o' LQ41D .AG [+•••.�..... •t-•``. WALIER A.�TIWT1 h. P.E. 4 ` . 20 � V4 f+``SEAL/SIGNATURE/DATE PLDRD� u`. 6 44167 5 I SHEET 6 I 6 OF 20 POURED CONCRETE AVCHWS ... ........ ------ ..... ...... CONCRUT I .k SCHIDIJ:X ON SHEET 131 OR -X. REGURED U4 SIEF- j -4 TO �s EDOE OF I'm � *N� Gul,.SS-1 scKw�r. sw is 15 StAO IF' r i'i X (S. = 9 714 IPIICABLE EX271m; 7 >/ ALTE tNATE kN CHOI'. . ... . .... ... . ....... E XiSTIN it d -RNATE IR CLAS !ILI 1 .41C�0/4' HEX WASH 0-­i� 7(-.K SCREWS 0 12." i �) �� i L 7, CONCRETE MICH -LAB 'r, �11 id V-tI' 7 .. . .............. (SEE 5CHIEDIJUE S'-, /'E. APPLIC LLCE or ECCE 0F.--/x SLAB !F SL"D LGE APPUCABLE R s71111x FgFq AF`P=13L E Q. S11-R IF' 7 POURED pOuRED-i HEAD CONCRETE ANCHORS XE C. S.�7 Mx1f. Wri"_ -F. .TAT SH- CONL q�Aw -E SCH LE ON -.1.' 1-1) 0 POU.,,T) . ..... iRlzy. is ",R REQUIRED FLAT REQUiRC6 OR "'CINCRETF I t I - 'i, 1 1-1 0 CCNCRER' AMH I_._......_....__[. U.- ...... . ..... . ...... .......... . REQUIRED(SEE SCHEDULE Oti !�H;�: .. . ............. ......C11'/- TRENCH INSTALLATION RE PA-ING & FOR EPAN�- PE, HV WALK —OVER -INSTALLATION VALID ONLY FOR UP TO+70, -75 PSF A.S.D. -J,,HV FLOOR INSTALLATION t DESIGI4 PRESSURE IEET I V HV CEILING INSTALLATION SCHEDULE J3. �ASMI� . .. . . ........ MASS I . . ... ... . . . ..... J . ...... 111CHURS r . ....... .. (SE ­ .... . ..... ..... . SCHED LF ON 'EX TAnrll S`N�� SMEV 11.10"" iH=- 1.), WIP 3 1 V, ........ ...... .. ......... EXISTING DOSTING Ex 0 GLASS. GASS F'illsz;s W".W. �',Nlsts W/ T. WIL MaM09 0 6' a C",i Ole.i FOR V. TO fi'--c SI'm xa Foll s'-4'* wtalt rKw U, 10 131-tr Mx —7 F"'s tj C r I ........ ... ......... . - i It, 4 i1kx. IF FfA U-MIO.Sy #10.3/4' HEX 3 �i I Vil-SHER HEAD . . ...... ............ .. . .............. ........... 'I r AEK SCREWS I mp- sw� t 0 4-1/4 HEX ."I'D T, 'Io 12, C.C. ',I L::lp Rsr. OusIt 'r 1 W/ NIX-. 0. C -1- St LE 0 IONC ANci If 144/4' SUS Ix 'EET 1� '2� .0 HIM Ei OF.'. or Sl; 0 1.3/4" Al. 5.0,5. APPLICABi 4Y -SEF. NOTE 13(b) 'i- G.C. E- "Sfy NoTT'. Rrco.,w flovRED! CONe, (5EI- 54F 01 CO-CREI-1 BLOCK SHEET !4) RCI . ........ ..... ....... ON I PCIA.F0 CWTCFIEII��" ON SHEET 1 .... .... ........... .. BIOCK ...... . . ......... ....... .... REQUIRED OR CONCRETC KEYSTONE MOUNTING INSTALLATION '•ONCRL ILK, HY WALL FLOOR INSTALLATIONWALL WALK —OVER INSTALLATION REQI";�L HV GUARD INSTALLATION t !HS :NS.TALLA110N SHALL BE nF 'llrti WOVABLE EN KIWORMEO USE FOR t3) AO�-^�:ENT -10 AN 0"ERASLE EXIT SEF ' t- SEE. Sr'EEI 4 FOR W-CAL SHIP SPEC-1-,CAr.ONS ON SHEET SHEET 19 OR F11R.AFC--- LADE ASSEMBLY INSTALLATION DETAILS W '(f) HV BLADE CAN BE CO*F'f� ED il,WNFINC SC, ME: AtTIr WAY 110 SUT ANY N. FLORIDA BUILDING CODE (Ron H:cjh Voic-city Hur6calle ZQI-e' -2020 EAST I "PLY. FRN METAL Ska 0 BERTHA HV,, \-\CEJV Accordion Shutter System 71 LIE C 0 No. 44 67 IM H.V. aADE #1 w/ OR W/o Kv. wNDm RADE American Shutter Systems --Fr. TILLIT TESTING & ENGINEERING COMPANY 63Z NANA,. St... Association, Inc. I OLD 17-ic; 4i�/ A.- Fa. (305);671-531 42613 Wastroods Drive 2 .Z' 's, 'Nest Patin Becch, Ft. 331107 .. . ........ G 11 CA- 5 . . ..... . WAL10 A TflLIT Jr, F.E. 4 ';4 FtCi,,L'A ul,. # 4. 1 67 010NAL MUM- 5 j ED 6 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 T. �.1'� OUT t r I N i EXISTING GLASS INSTALLATIONS W� f;1 HV * * !ALIERNA E LOCKING KLONCKR�O�OSON SHEET 5. K O _ 0 LOCKS 7 90''1 E`: ..................) E SLACK DETAIL MT IS VALID FOR ALL jI I BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WRH LTLADEQI ( I US 2 : 22 OR t2 SEE END WALL CONNECTION TiU !!I; FXISnNG GLASS A�,b� QN $tFET5-0 & 18....... E 2'x2'xl/810'-2' i w_.• i I ®' ®°A O9 -©`a 1®«05 `, ...._3.._1 �4_.....'--- 7- - (6063-T6 ALUO) ALUM. ... .. - ..... .. __-.___.... ._-. ............ -..,. _..... .-. ..._ ...,. _ ...........__......_._. ANGLE W/(2) 1/4'o TPPCON I I 1/2.©�® ;` OPPOSING SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES i (TpP/BORON) �,. - ; CENTERMAATES LAIN. SEPARATION (4)R10AI/2' S.M.S. TO TUBE I ,-• (J10x3/4' S,M.S. ® 12• i' Hf- F{\/ LOCI 1 Of 'P j ! ` TO GLASS AT EACH ANGLE (TYP) !; O.C. FULL LENGHT. I { HV LOCK or I 7 sf (SEE SCHEDULE , IN __.._...1........ _... _. ._......... .....!...,___._.' _ _............ ._ _ ....___._ E ....._ _......_................_ _...................__- _I`l II ................... ^ ... EXISTING /......GLASS •®� O' Oat 1 B . O GLASTIN SS G MIN. SEPARATION! c TO GLASS i l„ I N OPTIONAL OEE SCHEDULE t ON SHEET 11) �....-j........ _..... _ ....__.........._......._._ (INTERIOR) y( i HVD - HVA O. f�--I { = Ct, � No. 44 67 a' STATE )F 3 0,c'• "tORI P'.•''� 010 i 'iC '�A��AY'7nTHNIIAiL L6bE`�O (E)CFERIOR) 'j„ I,r z_ .® ' OUT HVC HVB Q�®0© EXISTING CLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQ1REO......_ _ - SYMMETRICAL 0 w MIN. sEPARanDN j CENTERMATES6EQ.®xa1©•®"®•07ca rocAss t5 W1 HV LOCK 26* 6PTIONA (SEE SCHEDULE (INTERIOR) ON SHEEP l t) '.—_.__...._._._..___......__._.._.__.......___..._.._._........1-.._........ ..._........ ......._............_... _' c eq, ..... . _.. ... Y t "CONCRETES ANCHORS G VARIES........... Y.�4 HVE t 1102020 TILTnECO, INC. aL E C�O,,.. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St.. Ste. 305. VINGINIA GAROFHS, R➢RIOA 33 Ph— : (305)871-1530 . Fax : (305)871-1531 n—mall: tlllec0000l.com CA-0006719 WALTER A. TILLIT Jr. P.E FLDRIDA Uc. A 1a167 M, ,4 ■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 0 U T 6 1/<<' MAX. SLACK HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' © 2020 EASTERN METAL SUPPLY, INC. BERTHA HV-I, Accordion Shutter System H.V. BLADE #1 W/ OR W/o KV. NIPJDCA+f BLADE DESCRIPTION -{i'-O'A'TS DRAWN BY: M.P t OLD 17-107--- f?/2/202: DATE: 7/2/2020 )RAWING No 20-164 SHEET 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 30- HV MALE/FEMALE "T" LOCKS CENTERMATES=d& _x g & LOCKERS 0) W/ 1) HV BLADE $F,F END CONNECTION DETAILS ON SHEETS 10 h 18 INSTALLATION (1) HV BLADE ouT T I IN �f" °�'"� Wj HD CENTERMATES PIT�•1'S.... I I BEFDE SLACK DEfIJL /NF, INDICATED ON SHEET S. � ' m S I ( w®w©• O7 wb 10 •�w AS WELL AS U"IERSAL PL0ANN0 BLADE®DETAIL HDO-HVD , INDICATE. ON IHIS SHEET. NAY BE USED WITH TNIS ALTERN4iF.1 AS - I '•; ID • ©w©• (�-©•©Q DE7NL HVG SHOWN IN D115 SHEET. ..,� w I II!! l 8 6 9 I 5 (06]-i6 AIIDY) AIUN. I .s I w�•® ANGtE MOMyiS TO CONCRETE I I I I w- •-%��g, - 1 no=/Dorm') n..---'---------- (/;'P1Cx1J2' MTV. t'9[" AT M..NUL. TYP)1 ( j 1 r I! ( I e.��PloAs/1' S.M.S. O ix" �i o.c. HELL tENaIT. ---- --------------------------- s "T IN (Tyi HV PINS 31) LOCK INSIDE 1� ` ) `l ) N DO- * SEE NOTE 6 FOR HV LOCK ?" LCCK. ON SHE[f 5. - I]! SERIES 9sAE AL-M. (zo24-T3 ALLCY) LARGE FLANGE THIN St1EE1 NUTSERT, PART P 0820, AS NANL'FKTURF.O BY AVOEL CHERRY IEXTORN, PAR.SIPPENY, 'F.'W JERSEY 07054 OR EQUAL. 31 v' Y 1 /4" 0-20 X 1 1 /2" S.S.M.S. * W/ 7/8"0 It3/32" WINGNUT. QHV "T' LOCK (OUTSIDE) 26 HVG* .._..._...-- ---- N (A) 1 MRS (OPTONAL) HDB-HVB OUT SYM_M ETRICAL,,,_H D,,,,_C.ENTERMATES WW�,�_S a' LOCK, jEXTERIOR . (OPTIONAL) il) - 5„5T i F: rsl 9plEpxt HDC-HVC SYMMETRICAL HD,C.E...NTERMATE..S W,(, .,LOCK QNTERLO.R) ©w®w©.�w�wto •QQw .........__......_...-.._._......___....-.......-........_..._..__.._.._._.-...._.._._........_...._..................._.,_.._..............._:..�8'). mOg•©w�•�w�•® _................_..__.........._.___...............__._.._...._....._.__.__._......._....................... __.__..._............._... ON LOCKING ROOD(]) a ND ) LOCK3 ON 6nEET 5 i s : UMVF16sL ROAM'G Bu:E 0[7N1. HOC-WD 5 s ........................_......__-........__.._... vum :oa Au cE v_OES sPPL:{AIMNS x]w a 1 HDD-HVD** FLOATING STACK FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; 1 j1 u _ = No. 441' A ••, STATE L �� . O' ., FCDAIC .. LS ''o,,A�SIONA '. —_ � . 02020 FILTECO, INC. ® American Shutter Systems i Association. Inc. 4263 Westroads DrIVe West Polm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. BERTHAHV, Accordion Shutter System H.V. BADE #1 W/ CR W/O H.V. WINDOW elaDE 7 - � • ;•� 111111 a • e(, . ;=: •� .. :'\ • A� t& SEAL/SIGNATURE/DATE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36tn. St.. Sta. 3D5, MnIWA OMOENS. FLORIDA 3316< Phone : (305)871-1530 . Fox : (305)671-1531 o-mDR: tlteDoBDOI.coln CA DOO671s WALTEA A. TILLIT 3r. P.E. FLORIDA Lie. AAt67 8 ?_�• N - DESCRIPTION DATE DRAWN BY: N.P 1 OLD 17-107 �/2�202 DATE: 7/2/2020 2 WING No 20— 64 3 — A 5 ) SHEET nF gn 6 '— POURED CONCRETE OR /— _ — POURED CONCRETE POURED CONCRETE POURED CONCRETE ... ., y: CONCRETE BLOCK WALL ,/ ,%- /� OR CONCRETE _ .... V.~ BLOCK ___OR CONCRETE 11 PR REQUIRED // i .; / BOCK WAIL REQUIRED ?�� ' / OL WALL REOU:REU - "�,. • BLOCK WALL REQUIRED /� EXISTING GLASS / --EXISTING GLASS _F� /^/ ,• CONCRETE ANCHOR.._ / / _ __ _ _ ( / 1 ; EXISTING GLASS .,'"' // % �' / i' — -j J I / ' /• // EXISTING GLASS a 16 O C. `� / % I ".> / i... J _ ...._ /f 2 MV / ! ! s / • ' LAN. 4TrAAT10N MASS 'i MN. SEPARATION / / SC To NEJU (SEE .1 �' a NOR SEPAWON ( , � / I �)'J /r EOe-1}r EQ 70 BASS (SEE ' .•..•,„. __... 1 11 FO(2 BLASE©AND I,+' iD GLASS (SEE �,/ �/ I J Fil�� '/(' MN. SEPARATION / SCHEDULE ON SKEET 1/16 x3 MAX.-.. - i SL7iLbutE ON S ! l TO GLASS Sw�ulF QJ(5T1EET "CN $KEEP 19 ,I1 FOR BADE tO AND _ I 11 FOR BLADE ANC "'" Q (6063-T6) CON7. BLADES QI & CN SHEET 19 FOR ALUM. CLOSER 'f "_... ON SHEET 79 ...... .... 11 FOR BLADE I',DAND (LOCATE AT r^� I ........._. _ ............ .... _......,.__. _S. 1 /2" / t7 BLADES PLATE. LOCATE 1/2'� f �..._..........._ _. ... _._ Ij , SWDES(D ) ON SIiEkT 79a EITHER SIDE I ( OF 5 ) + AT EITHER SIDE MINE , I j I� t ,4 BLADES 1Qh `. s .t I !. ...-.. j i• USE i• OR 2' MAX. s.M.s... _ (AS APPLICABLE)xz'xl/e'.Q-2" I �� l Ox0 1 , D.C.$ _ _ _ _ ® l E' O.C. �� > • ___ _ __ __ < { ALUMINUM CUP ANGLE I �� © lfi" D.,7 I " ` 6 63 T6 ALLOY) ATM G _ t04 -1 o ""-! / � _ (2)1/A'o TAPCON$ ANCHORS TO (f • "� I �r - SEE GETNL X FOR 1 WALL AT t' O.C. (LOCATE AT ° tf `; f 'h N, SIDE CONNECTION ( 10 OR ® ETHER SIDE OF 1 _ )� OR r l�l OR _ SEE DETAL. X FOR �` I<� OR ®�� TO TRACKS r -•-i /. 1 L_____._.,.._.... SIDE CONNECTIONe,®•e©• 7Ow 8Ou 10 •®°° SEE DETNL % FOR ,�a`�wa�$ n10 •®" lU TRACKS ®0°O. O'O�•®°• ©'^ 6 •�°i�"'�i �'•®°' I 10•�5� SIDE ©•®'©•©' TO TRACKS 10 END CONNECTION DETAIL 01 END CONNECTION DETAIL 20 END C ECTION DETAIL n33 END CONNECTION DETAIL J \ 1 + REQUIRED ONLY FOR SPANS GREATER THAN 12•-0' POURED CONCRETE O4 CONCRETE`- ' / ANCHOR B 16 / O.C.�r 1. 1 J/1 LAIN. , POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �-EXISTING GLASS '� f . CONCRETE BLOCK WALLEXISTING~y REQUIRED ,.... \...r'.�. `____............._ _ ...-L.__.__.....___...__.__i T.�_ l MIN. SEPAARON TO GABS (SEE / �( ...z1/2" SM. / ' W 16 <J.C. '`, i MIM SE 'APATION Dr. �____ SCHEDULE CAN SKEET 11 FOR BLADE tOANO , CONCRETE \ TO CLASS (SEE _ "' 1 -. ON SHEET 19 FOR ... ...... _. .. _; B1fDE50k ,' ANCHOR 12" D.C.t'- ,; '' 1/2" M.N.LE . __ x ........... .. ...,,. �. ... . SETT FORT•. MADE RAND ^L y„ _-_ ... -_ '� _�©OR®OROOR ) OR © OOR( NOR \>' 7 1 / EO /////....���'''��.��,,, ,, .. t 5� ON SHRT 19 FOR DSO & Q9� � yI _AI OR j 1/2" MAN. (1] OR 1 END CONNECTION DETAIL 5Q 1 2 MIN -_.. ......... _._._.__: I EO _.... ....... .. . '� �(OOR®OR j 7 OR / 2 MIN. `f ♦ SEE LIMITATIONS OF USE FOR © ® (g VIEW BIALADE ON SHEET 19 ORO) 3 OR OR© OR {1, OR ® • g PLAN DETAIL X END INSTALLATION f1 HV BLADE OR ilk HV WINDOW BLADE INTO ®ate ®^O ®- ®•®„0 ®„� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL© sp.® FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; linty 11 !N4 82020 74TEC0. INC. CS' 2020 EtS11TtN METAL SUPPLY. INC. 03 El Aft ! No. 44.6 = :_ : , 1 L Accordion Shutter System / w w w r H.V. BLADE #} W/ OR W/0 H.V. WNDow BLADE _ ' * I , f TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systems 4 '--- %C :r7T�',t edf fy7 Y 'EV. N DESCRIPTION DATE JRAM'N BY; M P c'ot STATE ,f z 8353Kef.340.St SIe.505 NRGIMAOARDENS GLomm331e ASSOCIatIOn, Inc. - 1 1 OLD 17-ID7 V/2/207DATE- 71?19B6 Phone : (305)671-1530 . Car : (305)671-75}1 4268 Westroods Drive �< �C0R1 }P ,.\�k ;:� a -mall: 6lteco®Do:.00D West PQlrn Becch, FL 33407 /////�s/OIYAt �".1\t� r�i-.• N. r.......... .. r.- FLORIDAFLORDA Lk. 111 "167 DRAWING No 1 20-164 (ft.). FOR INSTALLATIONS W/ AL CENTERMATES.I� & ® or cr W/ ONE H.V. LOCK ® or (D or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W1 ONE HV "T" LOCK @ W/TWO LOCKING RODS (5 TOP & u.x _ CONCRETE & WOOD INSTALLATIONS U A.5.0. DESIGN PRESSURE WALL MOUNTING FLOOR/CEILING RAT61D MOUNTING a.'' ) I. OR14 - .._.......(ft).._.. I...._................... 1 14 12'-1 i90 SCHEDULE 02 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ 0 car CENTFP•IAATE5. (?1i ONE HV LOCK (r.j or or W/ NO LOCKING RODS (SEE NOTES t. tt) CONCRETE & WOOD '0"wSMD. DAOYevcN IN>TA iCNS' PRL56UNE WALL MOUNTING RAn:c ') ( OR -1 & ROOR/L'ENNG MOUNTING _ 35 45 13'7I' 13 '- 1 2 S' 55 i 1 t 10 3 l t'-10" 60 n a 1 n'-a' r_ ..... 10 t 10-�10- .......-05... 80 9'-70" ? 9'-10' 85 90 8'-0' 105 ..._....._110_ . _-....__.................__.._. 120 8'7C' 135 T-T I 6'-2' 155 160 6'-n' 180 ............_.........._. 185 .................._...........:._....... 6' __.........90..,.. 200 6'-2" 4'-2" ..__..._._......__............__..._.._.._ 205 _�._._....._-_.. 6'-;' f a'-1" No. 44 1 GT:' STX C.F MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W/ �FYMIx:Eifi6:.A�L._Qftff_F ! T "'i) & W/ ONE HV LOCKS -`� OR W/ NO LOCKING RODS (VALID FOR MOUNTING (Lt SHEET 7) MAlONUu CONCRETE .S.D. DORGH INSTALLATION$ FRFSSORE mTIw. FLOOR/CEIUNG uOUNTLNG OR FLCOR/WALL_ MOUNTING INSTAL I ATION CFND CONCRELE & F., WGOD WAI-L A. B. C, D, E. MOUNTING F. K & L M, N, 0, P, 0, R. S. & V. FLOOR/CEILING C. H, I, 11, 1 MOUNTING & M T- T. U, W & X.^ 0 MAXIMUM SHUTTER SPAN "L+" OR "L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 p5f. A-S.D. DESIGN PRESSURE RATING. f FIV CORNER CENTERMATE $3 MAY 9E USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS c SHALL A DE _INDICATE ON MA NDATORY MNDATORY CONDITION 2 NOT" H c 5 SHEET 5. f t EXCEPT' 'MAT MAXIMUM SHUTTER SPAN -L+" OR '1.-' AND MAXIMUM A.S.O. DESI,NG PRESSURE RATING FOR INSTALLATIONS 114TO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE. MOUNTING LIMITED TO +64,-72 p.s. f. AND 8'-0" SPAN, SEE M MOUNTING ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1 f HV BLADE 02020 TILTECO, MC. r—•. I L E -go , IN, G. TILLIT TESTING & ENGINEERING COMPANY 6355 N.K. 3E4h. SL. 51a. 305. VIRMNIA GVIOENS, ILORIDA 33 Phone : (305)871-1530 . Far : (305)871-1531 e ..il: tilt-C.O.... CA-0006719 WALTER A TILLIT Jr. P.E. ATlfor /n nrr FLOMDA Uc. B 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLCOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L!' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L-• FROM SCHEDULE. FNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'I_+" AND 'L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS A Ot S IN BETWEEN WAL L MOUNTIN GS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Ll+= MAX. SPAN FOR WALL MOUNTING INS?ALLATIGNS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.U. DESIGN PRESSURE RATING: DETERMINE: L3 MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLGOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+'. 12+', 'L,-' AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. BUILDING American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 GODS (Non High Velocity Hurricane Zan © 2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM—_— Accordion Shutter System H.V. BLADE #1 W/ CR W/o KV. WNDOW BLADE V. N DESCRIPTION GATE- DRAWN BY MICW.4.1 1 OLU L_2 7 _ /2/202C DATE: 7/2/2020 y No _....____........_ 20-164 4 POURED CONCRETE 1SENTI E MOUNGS 0. B. c: D ati? 11 Ow SHEET 6} POURED CONC CONCRETE BLOCK MAXIMU SPAN vWALL HEADER2 OUNTING (A WALL HEW ERA OUNTING / CO WALL HEADER MOUNTING (D WALL SILL E,40UNlING W/ `i D�WALL SILL Ft�IUNTiNG W/ (16, C &zrF WALL HEADER/SILL MOUNTING (N) AS.Dr OMEN NE(ATNE PRESSURE RATING r:f, kSD 061GN NEfiN6f M✓Wff PATItY' {F.i, ASA DFSipI NWATIVE PRES9lYE 6AI8£i.' s.� 0.5C DE9WN NE041NE PRESSURE FANI� sf !SS.D. 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Fc 3 ksi) 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINIS SCREW, DOLT & SPECIALTY COMPANY. (Min. rc 3 ksi) 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Ye = 2 ksi) 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. F'c - 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2 A.2 MINIMUM EMBEDMENT OF 1/4'0 s 3/4" P11. POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. 1/4'm x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4-m BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROJED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. B.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND i' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DSTA' - I ACz VERSUS SPAC,�j(7� SCHEDULE F0,[j,.g�LEORS: MAXIMUM Ii R N ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICTED BELOW. FOR E. D. LESS 7HAN THE INDICATED, REDUCE ANCHOR SPACING . BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING I.NDICATEO FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE EDGE TAPCON TAPCON WITH ADVANCED __.. 3j ALL POINT SOLIDSET .._ ._...__..____.'--T-..-' BLUE TAP W CAP / I _ TAPPER + _....._.__......_._......_ DICTANCE � THREADFORM TECHNOLOGY ...................____ i MIN. SPACIN G E.D. .MIN. SPACING = J' MIN. SPACING 3' (MIN. SPACING •' 3 1/2'I MIN. SPACING 3"1 7 3/4' I 4' POURED CONCRETE & �NL'1/2* oN.,D, f URCD'CONCFIETE�h� P0UREC CONCRETE Ili Pain) E ooNO+ETE am CONCRETE BLOCK MN EO=3' WN.POUREDE 1/2' 'L ED•J 1/2' MN. 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Na DESCRIPTION E DATE DRAWN BY: tl.P - ""''' , 1 OLD 17-107 !1/2/202s DATE: 7/2/2020 z __ _ 's }�` �'�" """'� DRAWING No hMIML1M ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX,SHUTTER SPAN, A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOU"NG TYPE FOR CON RETF OR ON REM BLOCK INSTA LATIONS (SEE MOUNTINGS I, J. K & L ON SHEET 7) POURED CONCRETE POURED CONCRETE CONCRETE BLACK YA OYUY WAIF( OVER & -111 TRENCH QRAINGUARD MOUNTING OK WALVILOOR MOUNTING ©WALL/WAU< OVER MOUNTING SPAN_......._.._..MOi4 PA I ......5'__........_..... SD. DESIGN IBMNE PFEV"E RATNG !P. I ....... _....-__.._.,.._...._........... ...... ._.... ___. ASD DERM MATNE PKSRX RUM ... ._....... ...... _...._...._.............__............__.._.»._:...,_.-_.__.___._..............,...........__..__..__.. n.SD DISM KG(ONE PREAURE RATING . 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NO TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SGLI_D-SET BLUE TAP TAPPER * SEE ANCHOR SPECIFICATIONS SHEET 13 ON0 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE It3, SHEET 11 HV BLADE ONLY FLORIDA .■ .A, American Shutter Systems Association, Inc. 4268 Westreods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zon 02020 EASTERN METAL SUpPPPLgY•�1NC. BER H QUA �! �[ Tid Accordion Shutter System H.V. KADE #1 W/ OR W/o KV. 1WNDON BLADE OLD 3 DRAWING No _._..-:____ 20-164 MAXIMUM A.S.D. DESIGN PRFSSURE RATING(p c f) AND CORRFSPONDING MAXIMUM ANCHOR SPACING (in.) SCHED 11 F FOELA GIVEN MM. SHUTTER SPAN- NEGATiVE A.S.D. DESIGN PRESSURE ATIN . AND A CORRESPONDING MOUNTING TIP . (SE.E MOUNTINGS ON SHEETS 16 & 17). :S3 U B �•TF:;i'ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX F2N N o. 2 W MIN. G='O 55, SPRUCE PINE SPRUCE PINE UOUGLAS FIR W/ MIN. G=0.50 W/ MIN. 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' 6 i., 12 10 3.5:.. .. 12 f0 6 5 .351 .. E 45 ,2 t0 12 75 =.. 6 5 1S5 - 6 45 E. 6 5 E - 72 12 1215T 9.5 t? A8517 }7 72 77185i7'6 110 12 1.57.566 �...4.. .... ,13'.-0',• _-, •., I i 12i7 -'- I 5 t5 I... 12 7 I 5T4'S3 b 145 5 12�12 i2 IU 72 12 12 95 8 i 2 8 6 5.5 120.5 75.514.54 (956515t ...._15 -0• .. 12._I .-.. E .-.•.- ......., 6 .. - - ; - .l_..._ ... n._, .. 12 - ' . - I ....... 5 3 - E - 12 i 7S' 7tt __ _ _ _ ;3 fi...T - - .B _:-� 16 1 72 12 11 ; 9 7.5 5 1 j12�9.5.7.5 :,6 45 1Z 18.5 i 7 6 4 12 4 3 12 9 6 5 4 I- 16'-0' -..- 121- __ i_ ,_ E 3 -i- -.-. 5 1 11.5!- ;-1--t--- 5 ,- - - '- __ ,. .!!�_. _-12 2 it U.58.56.5; < 72 ilL-TB ie.5�b�.3-.. (i.S8.5 .5.54.513.5;- r1 tt HV BLADE OR �1 HV BLADE W/ AT HV WINDOW BLADE WORKING IN UNISON* SEE MMf7hTIDNS Or USE FOR I BIRD'_" Fa ON SNEET 19 + MOTES,.ONANCHORS.._REQUiREMENTS:,WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - -SOUTHERN PINE No. 2 W/ C=0.55 (N.D.S) - 1/4'a TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR W/ G-0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.&) EXCEPTION: SEE NOTE 2 BELOW. _ -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF -MIN. 1/2• COX PLYWOOD (1986 APA) TAG SCREWS AS PER NDS 2010 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RFCOLIMENDA17ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone' 111111111111 TI •..... Q: • BEN 3: vN _ No. 44 * •� T STATE •, F- N'E\S�`467 JFI/"�%, (�, ,•TJ��' 67 :-.-T ®2020 1ILTECO, lNC. w ® American Shutter Systems Association, Inc. 4268 Westroads Drive Wes: Polm Beach, FL 3:5401 ©2020 EASTERN METAL SUPPLY, INC. BER'PWF4 �YTM Accordion Shutter System H,V. RAX #1 w/ OR w/0 H.V. WNDOW RASE TILLIT TESTING & ENGINEERING COMPANY Ba55 N.W. 36tn. St., Sta. 305. NRGINIA GARDENS, FLORIDA 3316- Phone : (305)871-1530 . Fa. : (305)871-1531 a -moil: 611-0,N-m A. TILUT Jr. WP.E. F7-aNlL1A Lia <4ts7 CV. N DESCRIPTION GATE DRAWN BY: M.P )r P .: `%��� /CI(:NATI If7F /ndTG 1 OLD 17-107 i/2/M OA7):: 7/2/2020 2 DRAWING No ZC+- 64 3 _._5. SFIFFT INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L) HV & a HV4' BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE( 1 ) ONLY SHALL /^WALL FINISH BE LIMITED TO 105.0 osf A S D DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE it & 4A; WORKING IN UNISON 1 / TAPCON WITH ADVANCED I �. THREADFORM TECHNOLOGY / if '0 TAPCON OR 1 a W/ 1 1/2" Mtn. PENETRATION r ,T PCON WITH ADVANCED THREADFCRM TECHNOLOGY .} OF TF1REApEO AREA TO y r W/ 1 1 2' M!n. PENETRATION OF THREADED AREA TO IXI"ING µpp f I ¢ g{ EXISTING WOOD HEADER. ; Mu. SEPARATION y Y ..._.. II ' WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON $NEE;' 15) /.' ! I SEE `/4'0-20x3/4' S.S. MACHINE 1' SCHEDULE ONTO Q�ASS SHEETOR 3 - (7 ORS $ -CREWS W/ 1/4"-20 NUTS I— II FOR ELADE $)AHO"' ( (12'DN03 ,, }( `l a...l " 1 ' 0 12' O.C. ON SHEET 19 FOR .`. z r I s / r/� D.C. \ t \ EXISTING tt El ADM G) 4 Qh0 • H •ft \ �f-' j. L.,. t tq. r-Ei GLASS ---I �/ /r \ Z 1 1• a. li I N.i+t #�ffl......_.3 fdrfl TldiYT Tt `• tl (Yi' ;I .......�3 DR )$. m ALL FINISH J., �'r+�_- • - i f ....._Y..t._� (y I 1�1 t' ✓ T I 1 741I )I i I,--OFTIONAL r WALL EXISTING MM. M 1 it a FINISH f 1 I j y ....... i >..2"x4" WOOD (4�- }f I w i - 121 OR ], ( HEADER REQUIRED I�F• OR EXISTING MIN.. : <7 �j € ---2"x4" WOOD It B HEADER REQUIRED , t:I € 1 4 0 TAPCON OR TAPCON WITH ADVANCED E%:STING ON. SEPARiTIOJ I I i-, - - i 1 I T- GLASS--j TO MASS (SEE I � I � I ..• _r I4 i ,... M;n PENETRATION OF OTHREADED /ARG TO 9 - ._i 1i (_ • SCHEDULE ON SFET f! ! i k F MIN, SEPARATION TO GLASS r 'L g EXISTING WOOD :FADER. 11 FOR BLAME CIINEJEXISTING (SEE ITEDULE ON SHEET 11) j CN SHEET 19 FOR GLASS—y (SEE SCHEDULE ON SHEET IS) s BLADE', 1) �N ..._.. T 1 1.^.. _:, I. t;_.L„: ,; ,�.. 2'z4" CONT. Slll 7. ........ .... ......._..... ......._._. ! &_..._�2..r_�,. ,. ..,«._._.._....__-._.. _. ...._......._........... c....dy_. ^ ._._.... ... PLATE. REO'D. ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION ( HV WALL HEADER INSTALLATION ___._.__ T ! E%ISTING -•... - -- .. ...,_ ..... ....„„ . , ,E -„ It SEPARATION Tp GlJSS s. { _ MIN, SEPARATION TO CLASS GLASS--ti I ) ` j I EXISTING (SEE SCHEDULE SCHEDULE ON SHEEP 77 `LI i ""t1 (SEE SCHEDUL. ON SHEET 11) ) I ' t} J'�� �I Jj-- IAIN. SEPARATIOIJ TO CLASS t 1 y 1 -- "Z,',ri GIASS� ) IDAISTiNG f ) - x 2"z4" CONT: I e WOOD PLAT E (SEE SCHEDULE ON SHEET 11) TI.6 { I I) ( GLASS ftE0'D: 1/4'0-20x3/4 S_. ) 5 I'• t/4•%-20x3/4" S,S. I M4CHINE SIRE f 13 LIP, p _ (; «i ;' .S tAACHINE _CRLY15 W/ USING 1/4 -20 NUTS 11� - WALL 1 '4--20 NUTS O I2 Cc 112- D.C. FINISH �31 I e.:.__l ocr 17:aR 18 t l II_u_JI 17 OR 18 �,:;;,!I.� .:•' J ....r13.CRA II - 1 I I�r t .. _. WOOD CONT WOOD PLATE- t I . •xXl�tixji Sll lx i,= ._.EO- 0^. t. - ;' L -! _:,'...._.��'�A._✓ {{ i ' .,.._ i -Es•__^._EEO g 1 t: I III I REO'D. P i Lll xT ri.'' C — r I! ) -.1. Mim. 4 / ) \ 1" IAin. ! •;,lx 1)x YS\ 1.. _.,.I ^', L ` i1 - 1 \ I ,. i OR 1/4'0 'APCON OR TA CON WITH ADVANCED --- THREADFORM TECHNOLOGY W/ 1 1/2- ly ; ) -1/4'D TAPCON OR TAPCON WITH ADVANCED } !I 1( t 2 4 CON7 f ?Ain, PENETRATION OF THREADED AREA TO i4 �.• THREADFORM TECHNOLOGY W/ 1/2' - .. 1(:t- «_ '" 1/4.0 TAPCON OR NQ;�: ! `-SILL PLATE _ — EXISTING WOOD HEADER. I Min. PENETRATION OF THREADED AREA INTO PLYN000 Y� TAPCON 'WITH ADVANCED 1-SEE SH-'ET 4 TOR TYPICAL I REO D t ) \ (SEE SCHEDULE. ON SHEET 15) - \ `.\ {r .•._,., (SEE SCHEDULE ON SHEET 15• ;z I/2' MIN. CD%� \ iHREADFCRIJ. TECHNOLOGY $HJTTER ASSEMBLY. I ' ^......., .�F._._f --'• WALL FINISH 1 EXIINC M.Y. 2'xa` \ -.• STv'OS © 16' O.C. MAX. ? PLYWOOG REq'D. W/ 1/2- Min. PENETRATION OF 2-MOUNTING SECTOOS CAN DE •1/2" MIN. CC% PLriYCOp REQ•D. """" YfrLL FlN!SIf--- THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D. DTO STUDS TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION •''• EXISTING MIN. 2"x4" STUDS ® 16' O.C. MAX. O'D. ATTACHED TO STU05 IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCCRDANCE ACCORDANCE WITH (^('t r WITH SECTION 2308 OF THE F.B.C. `ECTION 2308 OF THE V HV WALL SILL INSTA CATION 1 • SEE LIMtDCYc OF U E OF F.B.C. �HV WAI) SILL INSTALLATION BGDELyONSHEFI9 FLORIDA BUILDING CODE(Non Hiyh Velocity Hurricane Zone' j1j 11I 1g �"'N� 02020 TiLTECO, INC. 02020 EASTERN METAL SUPPLY, INC. Zli—... BER�°HA FiWT!,....._ N0.441 i '.. �. tHc. ■ e H Accordion Shutter System c.tC— 3 FLV. BLADE /�1 W/ Qf2 W/0 HV. 1MNDOV�,l3lADE TILLIT TESTING & ENGINEERING COMPANY AmertA an S titter Systems v. '_d DESCRIPTION _� DATE• DRAWN BY: M.P _ a'• STATE. 01 6355 N.W. ]bin. St.. 3] . SHe. 50.9, VRGWW GARDENS, ORIW 18: Association. On Inc. t OLD 17-107 Y/2/202- DATE: 7/2/2020 �'•, a Ph— : (.'05,871-1530 . Fa : (305)871-1531 4288 'Nestroads Drive-- ECGRID`' �`-mole ertecaeaam.xom —DRAWING No %pP c_�� CA-°006719 West Palm Beech, FL 33407 ] '% F'' • ..... _._......_.... SS�ONAL ``�1._. WATER A TIWI Jr, F.E. A _._..._.._...._. . 20— 64 .. ,UIZ` ernt /r tnr., r.rt tnr I—, FLORIDA lie. B 49167 5 _ ' V ^^ 11 IN - -- �•••••• �� 1 WALL FINISH rL.�.v. vrr�wry rKtJSUHL KMING SEE SHEET 1 FFOR M AX 1 -0 TAPCON OR ) SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE.(1) & (iA WORKING IN UNISON i TAPCON WITH ADVANCED 4'vt}' (Min.) E%ISTING^••• p----{---._ EU-.EO--.._...MIN.---- ;- j 'THREADFORM TECHNOLOGY WOOD BEAM REQUIRED f j r j ; j I I ! W/ 1 1/2' MITI. PENETRATION STRUCTURAL ADEQUACY I a 1 fj i::EOGE (IF APPLICABLE) T• : i 1 4'0-20x3 4" S.S. lµ ....._..-__:..::::: ' --r t OF THREADED AREA TO / / OF EXISTING WOOD BEAM EXISTING WOOD HEADER. 1 PHIWPS TRUSS HEAD TO BE CERTIFIED BY,!'. �...—._.... "+ - Mn : MACHINE SCREWS REGISTERED ENGINEER OR- . i } (SEE SCHEDULE ON SHEET /_) µ, H T j' �J `' i ® 1/4'-2C NUTS pRlpg T I— -EO EQ- �'- .r ` EXISTING WOOD t Alt (IIiX-;r .� t9 E ,( 12 O.G. SHUTiEft INSTALLATION fi,A I/2 1 �$ TRUSSES OR 0 E y f 3 �:. I/2 RAFTER 0 24" 0 T,F�i- ...1.D.C.REQUIRED {4 _ 11 i 1/4"0 TAPCON ORfj' f L 'L}cLLri�1q TAPCON WITH ADVANCED IiF �� .257" THREADFORM TECHNOLOGY" 1-.{ ;. �- ;,. Y- �� I �r EXISTING SOFFIT t l ""iii MOx. W/ 1 7/2" Min. PENETRATION f / �3/4' Mox. THK. z "\ T13 ijp I I ; -- -OF THREADED ARFA TO s -EO EO -+ ' #14x3/4 EQ s'. EO '+ \-OPTIONAL Y-Trz' EXISTING WOOD HEADER. I !{F•'/B' COtIT. ALUM. TUBE T ` '+(SEE SCHEDULE ON SHEEP 75) 1 0 G�j(6063-T6 ALLOY) W/ (3)5/10.0 LAG SCREWS TO O ,or 13 or I- 11 Or 13 Or 1 S I Ii TI' .e.. I O EACH RAFTER OR TRUSS. rL $y I { EXISTING MIN 2"x4' I#I }7ryy, ." l �! I A 1. f ItJ I LOCATE LAG $CRE115 AT EXISTING�I. 1 7 t p ' , �✓ t j "" MIDWIDTH OF EXISTING WOOD HEA ER REO'D i(,I S) II S�`IL_ J` I i I ^� t tici� i i -_I GLASS I:. .. MIN SEPARATION TO GLASS ( € t I 1' - OPEN HOLE A7 EACH MEMBER, 2" Min. NOMINAL .-._ _..... j __ t---,-_..-, IYIOTH 1 (SEE vCHEDULE ON SHEET 11)-"'"'• ( E%ISTNG I I; STUD To ACCEPT' 3I'-I ) W/ 2' M;n. I PENETRATION OF THREADED : j 'x✓ CLA55 Y -t AT CIENTER OFSCUB r : 1( AREA VALID FOR .._.__.- ........ .......... m..........„.,....I INSTALLATIONS WITH 72Psi NW ( :: , EXISTING MN SEPARATION I MAX. A.S.D. DESIGN LOAD AND I�V WALL HEADER INSTALLATION I ro ( ) C I ry 9'-0' MAX. SPAN. THIS 5 w EET GLASS-- `E A` (9 -- „ PoR fAA.E mAro I�I d ♦ I SaED10E w STYEi I ( INSTALLATION IS ONLY VALID I ON SHEET t9 Awl to OR � �( t 1 ECR HA[E 0) J-' FOR WOOD W/ MIN. SPECIFIC 1 ?•......_ oN 9t@T t9 FOR GRAVITY OF 0.50 AS DOUGLAS SEE SHEET 4 FOR 1wICA 511U1TETt A95EN6LY / 1-'- 019) - ---.-dq-. 3 'A R.ARS!I A 1Lgl II I 1 L.1�OR �♦ FIR OR SOUTHERN PINE No. 2. 2 NOUNTRN^ SECTIONS CAN 9 COM84NEU tIN ANY WAY TD SUR ANT INSTAIATIoN.CEILING INSTALLATION ---- • - --•'- __ R EQUAL. U, HV CEILING INSTALLATION o �..... ... .. _ ... .„ - q. , MN sPAwna [p..... } ...__......,L. T Z TD ens (sc C t I BON, SEPARATION TO GLASS -" 5 ) I Ij -J tX7f'�IAE al S1EE" I !� x I SE MIN. ( �I I ' "(SEC SCHEDULE ON SHEET 11) '-" "'- 1.1 ) 11 FOZ BLAIX(D "D I k Xlsn +c I wR aw 19 Tce (! [ TO GLASS I I ! EXI=_nnc [ 1I II CLASs\ i I GLASS) f ) I ll \' �as[q A 1f 11? ! I(SEE SCHEDULE g I ( I( -.� ! I ON sHEEr 6 lTlI I: i II ( WA!.L I , ANCHOR f 'LOCATION 0 t Ek15iiNG �`3.✓ I {e I,- € FINISH: I If jC�— --j j """:"i I '}I,I 3/eiMln 1/4 >: �7`F. .. _. ___ I 1 M rill wtOx3�J4" FLEX I I T 1 May.SCREWS HEAD TEKM 11 A i�tAffiti�,lI �1 r} -L DECK REOUiP,LDO )OR 2xRE REQUIRED W( 0 -�, I-...�._....____._,...�.. (NO FINISH OECN RF.OUIREO YO ,1 FINISH ALLOWED) E ' „-EDGE ALLOY oj' -^'••f iL'L�SiLI\l\rp ryD. _.1 EDGE CE DECK OF ALLOWED) h z I r - S IF APPLICAB -� .. PECK IF t i y .- EDGE OF DECK 1/4'0-20k3/4' S.S. APPLICABLE IF APPLICABLE �- 1/4'0 TAPCON OR=-.Mn�• PHRUPS TRUSS NEAD - _ ' 2 v9' CJN( ! '. TICON 1YRH ADVANCED ' - -MACHINE SCREWS Lrz�- - _ -" ._" f; t )i THREADFORM TECHNOLOGY 1/4'0 ;APCON OR TAPCON WITH ADVANCED• -S:LL PLATE .�' W/ 1/4"-2C NUTS THRFADFORM TECHNOLOGY W ! TI tY/ 1 1/2' Min. PENETRATION @ 12" D.C. 1/d'0 TAFLON OR TAPCON WITH ADVANCED THRFAOFORM,...^ I / 1 1/2' Min. 2' LAIN: -- -. + OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" M1n. PENETRATION OF THREADED -2 MI. THREADED `- PENETRATION OF ' }-r `"""""' EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 75) AREA TO EXISTING WOOD HEADER. (SEE " (SEE SCHEDULE ON SHEET 15) , SCHEDULE ON SHEET 15) 1 ♦ SEE LINRAONNS OF USE FOR C HV WALK -OVER INSTALLATION HV WALL SILL INSTALLATION 1 ^BADE _A SHEET ,9 `W) HV FLOOR INSTALLATION `L- FLORIDA BUILDING CODE -(Non O02 METALRN Hiigl,. Vel i$UtyHurricane Zone; 02020 TLrco, INC. q.• ��CEA'S :''•.. .1 No. 441.7, Accordion Shutter System ��.._a .... _ ® ® H.V. BAX #1 w American Shutter Systems / /0 HV. YA)JDOw BLADE TILLIT TESTING & ENGINEERING COMPANY Association, y V. N DESCRIPTION w DATE DRAW: BY: MP ? o'• STATE 0 ` '` ti555 N.W. ]BIB. St.. Ste. 305. MRGINIA GARDENS, RORIDA'.01£ Inc. 1 OLD 17-107 - 7/2/202 GATE: 7/2/2026 " • Phone : (305)671 1530 . Fox : (305)971-153; 4268 Westroods Drive 2 �'��Or .• �(Q j{10 ��.`� t e-.neil: tilt ea00ool.eom Wes; Palm Becch, FL 33407 s DRAWING No <C`ss . , • 1 ``tia_�i;___ CA-0006719 WALIFA A :.. TILJr. P.E. 4 .�. 20-164 AA'An..�014A1 OA�A cPAT /aCNIATI IDl7/ndrO FLORIDA U. 0 44167 END INSTALLATIONS = 1 f HV BLADE OR PA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2%V UK -oCo Z'. , MIN. 7-05 EQ,D. 2.1' W., ROOD ;; / WOOD TWCW v /7 WUDM S R.D. 7­ W6 1, 1/2' 77 7­� 2OOD .4- MIN. MM OS OR J'/rl s�' 'EMEnt"no. ji­j Y PLYNOCO) �F W M".0 OL� q ,I- _• STUDS MI. 1 !;�ismc �S /2- UK COX UK COX M GtASS M I/V MIN. N. SowoT It M . .......... .. .41 11 SUCC(D- FOR 1/16.3 - -­ I _­ ./It A- : ", , ;� : :�_ : Cm. -IDLE ON Srw 4 FOR "'M T I lu.. CLOSER s;ET le11 Im O`OEM� -L LCC­ ON m 1. RON �T Mot SIDE 6- 41- ........... . ............ ON OF& I- OR 2- .... . ... I/fll ON .:V.. 2 ..6 O.C. S-S .... . ..... .....c. .1. OZ I ...... JINI/- f1,aa to E, N t._. T SIDEOZM OR Ck- _�'OR A' OR SEE SEE DET� X FOR OR &-k To �IS SEE I . . . ...... 07 SEE CONNEM OR 4 -q ..................... TO MACKS -0-(D - SIDE To I 07 q��-06•70 @_07 QD-(7)•@- 'C&)- 70•(7�4 -07 @•r,7)•0-&C7 -@- 0: @ 08 0. @_0_@_08 -c- END CONNECTION UTAIL(9— END CONNECTION DETAILT ENO CONNECTION DETAILEND CONNECTION DETAIL ERIIE:�E- -1 �­ -ANS GRUIER Ell! MC CUSS12' OC. ,o PM -7 SEE LIMITATIONS OF USE FOR I .......... ....... . ....... ux SE�M�N /2- MIN. ......... .. 7 BLADE @.A ON SPEET 19 to — (Sci: . . . . ......... . t Is FOR 11 2 ON SIM 1/2' y (13 on wm, I -L" J I ! , C6 _yq_ N, R IJ F si J' OR R 9-o-& co - 0--c@ .@- L ft-, •MIN. _y SUDS REV*O. -a- PLAN 0- r5) - 13 0 - @ DETAIL END CONNECTION DETAIL C-1) KND CONNECTION DETAIL 12 '011111i.FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone.' 02020 TILTECO ......... , INC. @ 2020 EASTERN VETAL SUPPLY, INC. . . ............. BERTHA HVV_T.„_ z No. 4416 7 9.EC 01 Accordion Shutter System -T--1 S.S.Alz KV. 9-6a #1 W/ OR W10 KV. \MNWW RAM American Shutter Systems TILLIT TESTING & ENGINEERING' COMPANY ws� N.'I DESCRIPTION wDRAWN BY - I, STATE OF 5355 N W, 36th. St.. Slo. 305. VROIN!A WDENS. FLORW 3316( Association, Inc. 1 OLD 17-107 DATE. 7/2/2020 Phone (305)871-1530 . Fo, : (3r5)871-'I53I 4268 Westroods NDIive 2 e­il: tiltoc,4­!.com i -- —DRAWING No ...... West Polm Seadri, FL 33407 CA-0006719 '1111111w 'T ER & 71UUT J& P.E. 20-164 110 .RIDA U.. If . 67 P.E. SEAL/SIGNATURE/DATE .5 .......... . ..... — SHEET 1,61- 1 18 OF 20 MAX. ALLO' WIND, SEE CON!, DETAI 1C & FULL ,. .. l— —,..,. ._.............._........._.....__.._..._._...—...__..........__............_.I.----- ------- ----- EXISTING GLASS ELEVATION MIN. SWAM -ION TO GLASS — ` (A O!i IRS 4fc�1-TyFYE 16T&�Q 1--------- ---- .--------------w------ Asj _.._i1q' �.. ,i21 \------- -- ii � `` 21k+\22j SYMM€TRICAL_CFNTERMATES (1 g F� /�..._ W/ 2 `_OR 95)AND-..__._....._................ W/0 SI (SEX: NOTE 4 ABOVE) 1 PLAN TYPICAL ) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE j' SHUTTER* N.T.S. NO.441 * * O' STATE 9p•, E 0 77Yl77Ofm un P�) SEAL/SIGNATURE/DATE 02020 TILTECO, INC. Z�Tjl E01 N TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th- Lit, St-. 305, MRCNM WOENS, iLGMlA 33 Phone : (305)871-1530 . Fcx : (305)871-1531 --I: till ... a.., om CA-0006719 WALTER A TILLY Jr. P.E. FLORIDA Lie. d 44167 MAX. A.S.D. DESIGN PRESSURE RATING: +110, — 110 p.5.f. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7; AS WELL AS �$MOUNTINGS M. O, T. U & W ON SHEETS 16 & 17. ONLY AOF WNrIH OREINSY.OR S OPPOSING CED YD DEOUT TER�AT EXTERIOR OFMA E. 5. (A) NV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3-0 HOLES) FOR C PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. OLE-RANCE FRA TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1P OF ANY 30 HOLE FOR SHALL BE 12. (C) FIRST OR LAX BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE t (D) HV WINDOW BLADE 10 MUST BE USED ALTERNATE TO A SOLD HV BLADE10 THROUGHOUT SHUTTER'S WIDTH. (E) CE�ERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE CATAT ETIHER SIDE OF THEM. (F) POLYCARBORATE HV WINDOW @ SHALL BE INSTALLED SO TW TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW N MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCREFE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO CLASS SCHEDULE. PER ASTM E-1996: WIND ZONE j MINIMUM SEPARATION TO MASS 1 1 THRU 3 1• ...._.._...._..._._.. FLONDA BUILDING CODE (Nor. High Velocity Hurricane Zon @ 2020 EASTERN METAL SUPPLY, INC. BERTHA H TM ..... ® ti ■ 1 Accordion Shutter System American Shutter Systems y ITV. BLADE #1 W/ OR W/o RV. WINDOW BLADE — Association, Inc. 4268 Westroads Drive TE DRAWTI BY: M.P #?TKEP202 PATE: 7/2/2020 West Palm Beach, FL 33407 3 DRAWING No _� I 20-164 3 -1 �6'X 11/2'X 0.035' TH K r' Min. ASTM A-653 GRADE 40 s,,..' I^ 2 'MeX: Min. G-60 GALV. STEEL" Fii• METAL STUDS AT 16" O.C. �i 7/2. �I 3/4'X 6 1/4'X 0.035- THICK M I f�3 i 30f L CONT. CALV. STEEL TRACK CHANNEL.I ® 6' O.C.r C. ASTM A -GU GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS VG 11.111, N/TE(RIORe& EXTERIOR FACCE 'S ON % AS APPUCA13E i EXISTING GLASS --I -_MIN. SEPARATION �'._TO ................. =tom (SEE SCHGLASSEDULE) 13/4'a 6 1/4"X 0.035' THICK Mi..I -EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL I ., AS. APPLICABLE AMU A-653 GRADE 40 Mi, G-60 CALVANRED FASTENED TO STUDS W/ (2) 011/2' TEK SCREWS ON NTERIOR & EXTERIOR FACE I ;a 6" O.C. ,a a 6' O.C. s INTO METAL STUD. WALLS * * _GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (1 ) HV BLADE ACCORDION SHUTTER SYSTEM AN-9JALLATION TO METAL STUD WALIS 1. MAX. A,S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M)S ON THIS SHEET. 4, 4 HV LOCK ARE WITH U1 ARRANGED YAENTERMATE2TN A Sy(' 2 ETRICAL LAYOUT.LLOWED USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE i INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR ---""--- CENTERMATE 21 APPLICATION WITH BLADE 1Q 12 6'X 1 1/2"X 0.035" THICK w t '::.VARIES' 6" Min. ASTM GALV. TE 40 �.:....,.I.... ".2�;'Yaz.�': 6„ O.C. Min. G-60 CALV. STEEL METAL STUDS AT 16' ac. MS WALL HEADER/SILL INSTALLATION 131y1I'11 LJ lL 11 2.000' Mug.=- �/ 3a 1/4"e NOMINAL ALUMNUM SLEEVE 6063-•T5 ALLOY SEPARATION TO GLASS SCH D 11 1= _. , 3.000 _......... _ MGX. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" ---.—.-..=_—�- ,..._EXISTING FINISH AS APPLICABLE : __._ _ �— - (TYP. TOP & BOTTOM) r'f LEXISTINC GLASS y r L, 71ISYMMETRYCAL �E ;.,- 1 L. 11 I( SYMMETRYCAL :; . , I ' TES I I MIN. SEPARATASSIONVARIES. CENTERMATES W I -iiEXTERIOR�ACCESS SIDE_.11 ;f: INTERIORRACCESS SI E . (SEE SCHEDULE)':.Max,: _. I ---==- —� r:--- ---- = 1. _-__•___.___. __._ I �N� 3J(6"Min.) ( IN ----- 4� fl 2 ` 3 1/4' (TYP•). �s t3 (6" Min.) !^ %41------- ..._._"-....._.__.E 1/2'tTYP.) ._....,._,....„...,._,_7"... ,._....... ...- ............._....,_...7•.. fL. J.,_.._. #_..:.....__.,s 1/2" MAX. SACK **.,_-__- (Cont.) HVA VB BLADE SLACK DETAIL HVF HVC FLORIDA BU wzozo nueco, INC. /IT L FE C 0 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems STATE F ' G355 N.W. 35%. St., Ste, 30h. WRGWR GARDENS. 1 A33 R10A 16i Association, Inc. 9'• : c4� PNone : (305)871-1530 . Fu : (305)871-1531 4268 Westroads Drive %�Ot •. F(ORI`-P.'�a4� �`' a-mPil: mlecc4<yP1.P°m West Palm Beach, FL 33407 � S/�h,A( ; wx7EA ntDr a., P.E. 11AONt7n111 1RIE`�N SEAL/SIGNATURE/DATE FLORIR DA Lic B <a,e7 T:._er�mr�nnrruru+ 43c ENCiH + 1" L- 43 1/4"0-20X3- BOLT MUST PENETRATE 43c 1" -1.373 `1/4"O-20 THREADS 43c 1 /4"O ELCO CONSTRUCTION PRODUCTS FAEI-LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4'. 6 7/4'X 0035' THICK Min. ..ON7. CALV. STEEL TRACK CHANN, ASM LlA 653 GRADE 40 M'n. 0-60 GALVANIZED FASTENED TO STUDS i IY/ (2) #6X7/2" TEK SCREM'S ON INTERIOR & EXTERIOR FACE I 4, I i a ___--- /..... JI _____-- _-- LOCATED AT 12 jl MV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK CODE (Nc.,n High Velocity Hurricane Zonl -_ 0 2020 EASTERN METALSUPPLY. INC, oE1TfIf� Accordion Shutter System H.V. BLADE #1 W/ OR w/0 H.V. WINDOW BLADE 3 UIXAIYINLi No 4 T—_„�� .-